SW6170801 - JSOC, SOF Truck Inspection Point

Ft. Bragg, NC CUMBERLAND County
Jason S. Sesler, Stantec Consulting Services, Inc.
JSOC, SOF Truck Inspection Point A15'RA
a Ft. Bragg, NC CUMBERLAND County
Jason S. Sesler, Stantec Consulting Services, Inc. NCDENR
Application j
Type of application:F--7-' New Permit,
Only complete application packages will be accepted and reviewed. A complete package includes all of the items In the checklist
below. Add any comments, and indicate the page or plan sheet number where the following information can be found. Please
Indicate that you have provided the following required information by initialing In the space provided next to each item.
I Part I: Submittal Checklist J
ENO
C,jC
Item
Notes / Comments Initials
1 Original and one copy of this application form (all worksheets) and the permit
Included
JSS_
application fee. For applications submitted to the DEMLR regular permitting
program, the fee is $505 payable to NCDENR. For Express Review, click on the
'
link below for information and fee schedule. Contact the appropriate regional
office Express Review Coordinator to schedule the required pre -application
meeting.
Click here for Express Permitting info
2 A USGS map identifying the site location. If the receiving stream is reported as
Included'
JSS
class SA or the receiving stream drains to and is within 1/2 mile of SA waters,
then include the 1/2 mile radius on the map.
3 A copy of the most current property deed.
N/A, Ft. Bragg�project
JSS
4 Two copies of additional calculations (as needed). Sealed, signed and dated.
Included
JSS
5 Two sets of sealed, signed, & dated full-sized plans of the entire site at a
Included
JSS
readable scale, including:
a. Project name, engineer and firm, revision number and dates.
All Sheets
JSS
b. Location map with street names and SR numbers, legend, north arrow,
G001
JSS'
scale.
c. Dimensioned property/project boundary with bearings & distances.
N/A,
JSS
d. The boundaries of all surface waters, regulatory flood zones, and protected
Note added that none exist within
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riparian buffers or a note on the plans that none exist.
project. VF101, CD101
N/A
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e. The boundaries of all vegetated or protected riparian buffers.
f. Site layout showing all built -upon areas, drainage features, stormwater
CS101
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collection systems (inlets, outlets, swales, pipe elevations, slopes and
diameters), and SCMs at ultimate build -out.
g. Existing contours, proposed contours, spot elevations, and finished floor
'CG103
JSS
elevations.
h. Existing drainage (including off-site), drainage easements, pipe sizes,
CG103
JSS
noff calculations.
Np N--, 1. RSnage area boundaries (included in the main set of plans, not as a
NRNP Rpe�61 .!Sparate document).
J. Existing and proposed maintenance access routes, utility easements,
Calcs
JSS
CS101, CG103
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drainage easements, public rights-of-way etc.
k. A construction sequence that shows how the SCMs will be protected from
CG101
JSS
sediment until the entire drainage area is stabilized.
6 Two sets of sealed, signed, & dated full-sized plan details of each SCM (or
Included
JSS
typical if appropriate) in both plan view and cross-section at a scale of 1" = 30'
or larger, including:
a. Dimensions, side slopes, length to width ratios and elevations with a
C502
JSS
benchmark for clean-out if appropriate.
b. All applicable conveyance devices, including: bypass structure,
CG103; C5.07, C508'
JSS
pretreatment area, flow distribution device, underdrains, outlet device, outlet
dissipater and level spreader.
c. A table of elevations, incremental volumes and accumulated volumes (d
CG103
JSS -
applicable).
d. Specifications for applicable materials, such as planting media, aggregate,
Specs - Sod and Storm Drain &
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sod, underdrains, outlet devices, etc.
Storm Drain Detail C508
STORM -EZ 7/19/2017
Version 1.4 Application Page 1 of 6

Ft Bragg, NC CUMBERLAND County
Jason S Sesler, Stantec Consulting Services, Inc
7 Two sealed, signed, & dated planting plans for each SCM (or typical) at a scale
N/A, basin to be sodded
JSS
of 1" = 20' or larger, as applicable, including
a The locations of each species and a planting detail
N/A, basin to be sodded
JSS
b A table summarizing the size, spacing and total quantity of each plant
NIA, basin to be sodded
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species that should be used
c The source nursery for the plants
NIA, basin to be sodded
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d A one-time fertilizer specification to establish plants if necessary
Specs -'Sod & Landscape
JSS
a A soils report based on field evaluation indicating the SHWT elevations within
Geotechnical Report
JSS
the footprints of the proposed SCM(s) Provide a map of the boring locations
with the existing elevations and boring logs For infiltration SCMs, the report
shall include the soil type, infiltration rate and method for determining the
infiltration rate Soils information shall be signed and sealed by a licensed soil
scientist
9 A copy of the signed and notarized operation and maintenance (O & M)
NIA, See included In Lieu
JSS
agreement
SW401 O&M memo
10 A copy of the proposed deed restrictions protecting the SCMs and limiting the
N/A, Ft Bragg project
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built -upon area so that it does not exceed the capacity of the SCM(s) or the hig
density threshold (as applicable)
NCDENR Deed Restriction Forms
11 For corporations and limited liability corporations (LLC) Documentation from
N/A, Ft Bragg project
JSS
the NC Secretary of State or other official documentation, which supports the
titles and positions held by the persons listed in the Contact Information section
The corporation or LLC must be listed as an active corporation in good standing
with the NC Secretary of State, otherwise the application will be returned
NC Dept of the Secretary of State
12 A copy of the lease agreement or pending sales agreement if applicable
N/A, Ft Bragg project
JSS
STORM -EZ 7/19/2017
Version 1 4 Application Page 2 of 6

5W61goEo/ K—
Ft Bragg, NC CUMBERLAND County
Jason S Sesler, Stantec Consulting Services, Inc
Part II: General Project and Applicant Information
Project Name, JSOC, SOF Truck Inspection Point Date- 11 -Jul -17
Project Street Address Approx 200' to the southwest of intersection of Malvesti Rd and Hurst Dr Lat 35 degrees 09'54" N
City Ft. Bragg I Zip 128310 Long 79 degrees 00'39" W
Directions to Project Proceed southwest on Hurst Drive for approximately 200 feet from intersection County CUMBERLAND
(from nearest intersection) with Malvesti Road The site is to the left NON -COASTAL
Project Applicant. I Directorate of Public Works (DPW)
(Identify the corporation, organization, property owner, designated
government official, etc. which owns the aroiecf.)
Owner/ Signing Offical's Name:
Title.
Address
City
State
Zip
Phone
Fax
Email
Mr David Heins
DPW/Environmental Division Chief
2175 Reilly Road Stop A
Fort Bragg
NC
28310
910 396-8207
910 907-2420
david a hems civ mad and
Status of applicant. I Owner
River Basin Cape Fear
Receiving Stream(s) Tank Creek
Stream Class(es) C
Surface Water Area (ac) 0 Coastal wetland area (ac) 0
Total property area (ac) 235 Total project area (ac) 235
AUG
Goals/charactensticsPY
O Volume Matching (LID) NO Drains to an offsite stormwater system
O Low Density . NO Within 575' of Saltwater ORW
ES High Density NO Within 5 miles of a public airport
Briefly summarize how the stormwater runoffwill be treated
Water quality will be provided by proposed infiltration basin #1 Pretreatment will be provided by using trash guard plus
pretreatment device at upstream inlet (CB -8)
Part III: Permit Information
Status of construction lNot Started
Other permits needed YES Sedimentation & erosion control NO 404 Permit/ 401 Certification
NO CAMA Major Permit NO Isolated Wetlands Permit
NO Threatened &Endangered Species NO NPDES Industrial Stormwater Permit
If an application for this project has been previously returned, provide the original project number and previous name of the project
Provide the permit type, number and issue date for any permits that have already been obtained for this project
If claiming vested rights, then identify (and attach) the supporting documents and approval dates
Approval of a site-specific development plan or PUD Approval date
Valid building permit Issue date
Other Date
Not Started
Point of Contact I Phone number
STORM -EZ 7/19/2017
Version 1 4 Application Page 3 of 6

(Optional) Additional Contact
Person / Orgimzation
Signing Official & Title
Street address
City, State, Zip
Phone number(s)
Email
Ft Bragg, NC CUMBERLAND County
Jason S Sesler, Stantec Consulting Services, Inc
Part IV. Additional Contact Information
Mr Lee Ward
DPW/Water Management Branch (WMB)
2175 Reilly Road' Stop A
Fort Bragg, NC 28310
[phone]
lee p ward avamad and
(Note: Person/Organization noted above may be contacted for additional project information if applicant
cannot be reached.)
C Party: Consultantlnformation
Complete this section if you wish to designate authority to another individual or firm so that they may provide information on your
behalf for this project (such as addressing requests for additional information)
Consultant Jason S Sesler
Firm Stantec Consulting Services, Inc
Street address 801 Jones Franklin Road, Suite 300
City, State, Zip Raleigh, NC 27606
Phone number(s) [phone]
Email liason SeslenEpStantec com
Part VI: Property Owner/ Applicant Certification
- - - - ----- ---- ----
I, (the Owner & Applicant listed above), Mr David Heins certify that the information included
on this permit applicant form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved
plans, that the required deed restrictusion and protective covenants will be recorded, and that the proposed project complies with the
requirements of the appAble state stor water rules and requirements
Signature Date
I, , a Notary Public for the State of
County of do hearby certify that
personally appeared before me this day of
and acknowledge the due execution of the application for a stormwater permit
Witness my hAnd and official seal,
commission expires
1
Seal
STORM -EZ 7/19/2017
Version 1 4 Application Page 4 of 6

JSOC, SOF Truck Inspection Point
6 Ft. Bragg, NC CUMBERLAND County
Cape Fear River Basin NCDENR
RAINFALL & CALCULATION DATA
Project County CUMBERLAND
Project City Ft Bragg
Rainfall Source. Fort Bragg
Loaded Rainfall: User Defined
Design Storm: P95
Calculation Method Simple Method,
Post Only
(Minimum Design Storm = 1" fornon-coastal, 15" forcoastal, 1 -
yr, 24 -hr for SA)
NOTE Please use SCM Supplement Forms to summarize the stormwater design. The
O&M Agreement can be generated using the O&M tab below
Storm Event
Depth
(inches)
First Flush / WQV
1 00
P90
000
1 -yr, 24 -hr
1 —8 -0 --
307
2 -yr, 24 -hr
1 371
10 -yr, 24 -hr
5 44
25 -yr, 24 -hr
649
50 -yr, 24 -hr
734
100 -yr, 24 -hr
820
Highlighted Storm is Design Storm
PROJECT INFORMATION
Total Property Area 235 acres Total Impervious Area 0 00 I acres
Total Coastal Wetlands Area 0.00 acres Project % impervious area Error
Total Surface Water Area 000 1 acres
How many drainage areas does your project have) 1
Complete the breakdown of impervious area for the project
ALL AREAS ARE IN SQUARE FEET
Basin Information
Drama a Area 1
Drainage Area 2
Drama a Area 3.
Drainage Area 4
Receiving Stream name
Tank Creek
Stream Class
C
Stream Index Number
18-23-27
Total Drainage Area
102,400
0
0
0
On -Site Drainage Area (sfl
102,400
Offsrte Drainage Area (sfl I0
Proposed Impervious Area (so
44,370
% Impervious Area total
4333%
Impervious Surface Area
Drainage Area 1
Draina e-Area,2
Drainage Area 3
Drainad a Area 4
On -Site Buildings/Lots (so
4,395
On -Site Streets s
3,045
On -Site Parkin s
20,270
On -Site Sidewalks (so
1,620
Other On -Site s
110
Future (sf)
Off-site s
0
Existing BUA (so
14,930
Total
44,370
0 1
0
0
STORM -EZ 7/19/2017
Version 1 4 Project Data Page 5 of 6

INFILTRATION SYSTEMS
SOF Truck Inspection Point
THE DRAINAGE AREA
1
Drainage area number
1
Break down of BUA in the drainage area (both new and existing):
Total coastal wetlands area (sq ft)
sf
Parking / driveway (sq ft)
23155 sf
Total surface water area (sq ft)
sf
Sidewalk (sq ft)
2550 sf
Total drainage area (sq ft)
102400 sf
Roof (sq ft)
4395 sf
BUA associated with existing development (sq ft)
14930 sf
Roadway (sq ft)
14160 sf
Proposed new BUA (sq ft)
29440 sf
Other, please specify in the comment box below (sq ft)
110 sf
Percent BUA of drainage area
43%
ITotal BUA (sq ft)
44370 sf '
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify)
Design rainfall depth (in)
1 Bin
Phase II Post Construction Stormwater & EISA Section 438
IMinimurn volume required (cu ft)
Design volume of SCM (cu ft)
6758 cf
8064 cf
GENERAL MDC FROM 02H A050
1 Is the SCM sized to treat the SW from all surfaces at build -out'?
Yes
#7 If applicable, vnth the SCM be cleaned out after construcbon'?
#2 Is the SCM located on or near contaminated soils?
No
#8 Does the mainetenance access comply with General MDC (8)?
Yes
3 What are the side slopes of the SCM (H \/)?
1
#9 Does the drainage easement comply with General MDC (9)?
3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
Yes
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
#4 Are the inlets, outlets, and receiving stream protected from erosion (10 -year storm)?
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
5 Is there a a bypass for flows in excess of the design flow?
Yes
12 Is there an O&M Plan that complies voth General MDC (12)?
Yes
#6 What Is the method for dewatenng the SCM for maintenance?
Pump (preferred)
1#13 Was the SCM designed by an NC licensed professional?
Yes
INFILTRATION SYSTEM MDC FROM 02H.1051
#1 SHWT elevation (fmsl)
221 ft
#5 Length (ft)
103 ft
1 Was the soil Investigated in the footprint and at the elevation of the infiltration system?
Yes
#5 Width (ft)
40 ft
1 Sod infiltration rate (in/hr)
1 5 m/hr
#5 Depth/Height (ft)
2 ft
#1 Briefly describe the hydraulic properties and characteristics of the soil profile
#5 Surface area of the bottom of the infiltration system (sq feet)
4136 sf
"A" soils per soils map. Per geotechnical boring SOFT] -HA -17-8, sods at and below bottom of proposed Infiltration
Basin #1 are clayey sand (SC), tan, fine to medium grained and clayey sand (SC), tan to brown, fine to medium
grained - -
95 Ponding depth of the design volume (in)
#5 Estimated dewatering time (hours)
95 For trenches only Perforated pipe diameter, if applicable (inches) ,
231n
31 hrs
2 SHWT elevation (fmsl)
221 ft
95 For trenches only Number of laterals
#2 Bottom of the Infiltration system (fmsl)
223 ft
#5 For trenches only Stone type, if applicable
2 Is a detailed hydrogeologic study attached if the separation is between 1 and 2 feet?
95 For trenches only Stone void ratio (%)
#3 Proposed slope of the subgrade surface (%)
0%
#5 For trenches only Is stone free of fines?
#3 Are terraces or baffles provided?
No
1#5 For trenches only Is the stone wrapped in geotextile fabric?
#4 Describe the pretreatment that will be provided
96 Is the infiltration system located underground?
No
Trash guard plus pretreatment device located at upstream inlet (CB -8)
#6 If so, has at least one infiltration port been provided?
ADDITIONAL INFORMATION
Please use this space to provide any information about this infiltration system that you think is relevant to the review
"Other" Impervious area is concrete pads for equipment and crash beam/gate Infiltration Basin #1 treats upstream drainage area consisting entirely of wasting impervious area which exceeds the newly created impervious area The
treatment of the existing impervious area is in lieu of the newly created impervious area associated with this project Refer to project narrative and calculations for more detailed description
Infiltration 2 3.18 PM 7/10/2017

IMBG-PWE 21 February 2017
MEMORANDUM FOR RECORD
SUBJECT: In Lieu of SW401-O&M
1. In lieu of Form SW401-0&M, Ft Bragg will comply with NPDES
Phase II Permit # NCS000331. Fort Bragg NPDES Phase II Permit #
NCS000331 Part II.F.I.b&c requires development and
implementation of strategies which include a combination of
structural and /or non-structural best management practices
(BMPs) and ensure long --term operation and maintenance of BMPs.
Additionally, Part II.G.2.h requires Ft Bragg to maintain and
implement an O&M program for structural stormwater controls.
The O&M program shall specify the frequency of inspection and
routine maintenance requirements. Ft Bragg shall inspect and
maintain all structural stormwater controls in accordance with
the schedule developed by Ft Bragg.
Ft Bragg's Stormwater Control. Measures Inspection and
Maintenance Manual fulfills these requirements of the NPDES Phase
II permit.
2. Fort Bragg military installation is committed to maintaining
compliant environmental programs while ensuring full mission
support. If you have any questions please contact Mr. Lee Ward,
Chief, Water Management Section, Environmental Division at
[phone] or [e-mail].
1� - /0 (
l
David A. Heins
Chief, Environmental. Division
Directorate of Public Works

(3 Stantec
Stantec Consulting Services Inc.
801 Jones Franklin Road, Suite 300
Raleigh, NC 27606
Tel: [phone]
Fax: [phone]
�w h17OR I
To: Mr. Rick Riddle From:
Company: NC Division of Energy, Mineral and ❑
Land Resources (DEMLR) Q
Land Quality Section Q
Stormwater Permitting ❑
Address: 1612 Mail Service Center
Raleigh, NC 27699-1612
Phone: [phone]
Date: August 1, 2017
File: 178451213.PRMG
Delivery: Overnight Afternoon Delivery
Transmittal
Jason Sesler
For Your Information
For Your Approval
For Your Review
As Requested
Reference: SOF Truck Inspection Point - Stormwater Management Permit Submittal
Attachment:
Copies
Doc Date
Pages
Description
2
NCDEQ Permit package (2 sets of applicable plans: G-001, G-002,
VF101, B101, C-100, CD101, CS101, CGI 01 -CGI 03, C502, C507, and
C508), calculations with narrative, and applicable specification
1
NCDEQ Permit package: original application with supplement form and
In lieu of SW401 O&M memo with 1 copy, check ($505), geotechnical
report, & USGS map
Rick, please find the complete stormwater management permit application for your review. Please
let us know if there are any questions. Thank you.
STANTEC CONSULTING SERVICES INC.
RECEIVED
1,11,1 U 2017
Jason Sesler DENR•LAND QUALITY
Project Manager �TQRMWATERPERMIiTING
Phone: [phone]
Jason.seslerQStantec.com
C.
Design with community In mind
Js v \1784\active\178451213\design\civil\permitting\ncdeq_stormwater\tm ncdeq docx

SUPPLEMENT -EZ FORM COVER PAGE
Please indicate the types, quantities and locations of SCMs that will be used on this project:
Quantity Location(s)
Infiltration System 1 500 feet,southwest of Hurst Dr & Malvesti St intersection
Bioretention Cell
Wet Pond
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title:
Jason Sesler, Project Manager
Organization:
Stantec Consulting Services, Inc.
Street address:
801 Jones Franklin Road, Suite 300
City, State, Zip:
Raleigh, NC 27606
Phone number(s):
[phone]
Email:
[e-mail]
Designer
CI JA1r�/���i
D!
®�p�:��ESSiO •�2'�
.4 SEAL �•
: 32177 :
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Seal
ature of Designer
Date
Applicant:
�.Fnvhrmunef
Qualify
Project Name:
SOF Truck Inspection Point
Address
500 feet southwest of Hurst Dr & Malvesti St
intersection'
City / Town
Ft. Bragg
Company:
Directorate of Public Works (DPW)
Contact:
Mr. David Heins
Mailing Address:
2175 Reilly'Road Stop A ,
City, State, Zip:
Fort Bragg, NC 28310
Phone number(s):
0,10) 396-8207
Email:
[e-mail]
Certification Statement:
I certify, under penalty of law: that this Supplement -EZ form and all supporting
information were prepared under my direction or supervision;
- that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
- that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.
Cover Page 1 3:18 PM 7/10/2017